Calculation parameters of the hypoplastic constitutive model
| Hypoplasticity | Value | Intergranular strain | Value | ||
|---|---|---|---|---|---|
| φ c | Critical state friction angle: ° | 33 | R | Size of the elastic range | 1 × 10−4 |
| h s | Granular hardness: MPa | 4800 | |||
| n | Exponent of limiting void ratio curves | 0.37 | β r | Controls the rate of degradation of the stiffness with strain | 0.1 |
| e do | Reference minimum void ratio | 0.42 | |||
| e co | Reference critical void ratio | 0.77 | χ | Controls the rate of degradation of the stiffness with strain | 1 |
| e io | Reference maximum void ratio | 0.93 | |||
| α | Dependency of peak friction | 0.12 | m T | — | 5 |
| β | Dependency of soil stiffness | 1.7 | m R | — | 2 |
| Hypoplasticity | Value | Intergranular strain | Value | ||
|---|---|---|---|---|---|
| Critical state friction angle: ° | 33 | Size of the elastic range | 1 × 10−4 | ||
| Granular hardness: MPa | 4800 | ||||
| Exponent of limiting void ratio curves | 0.37 | Controls the rate of degradation of the stiffness with strain | 0.1 | ||
| Reference minimum void ratio | 0.42 | ||||
| Reference critical void ratio | 0.77 | Controls the rate of degradation of the stiffness with strain | 1 | ||
| Reference maximum void ratio | 0.93 | ||||
| Dependency of peak friction | 0.12 | — | 5 | ||
| Dependency of soil stiffness | 1.7 | — | 2 | ||
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